机译:表现出非均质性和黏性各向异性的土桩加固边坡的三维极限分析
Univ Shanghai Sci & Technol, Dept Civil Engn, Shanghai 200093, Peoples R China;
Univ Queensland, Sch Civil Engn, Brisbane, Qld 4072, Australia;
Hubei Univ Technol, Technol Res Ctr Ecol Rd Engn, Wuhan 430068, Hubei, Peoples R China;
Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW 2007, Australia;
Slope reinforced with piles; Slope stability; Upper-bound limit analysis; Heterogeneity; Anisotropy;
机译:用土壤堆积坡度增强的斜坡三维极限分析,其含有异质性和各向异性
机译:一排桩加固的三维非饱和土边坡运动极限分析
机译:非均质各向异性土中桩桩加固滑坡稳定性极限分析
机译:极限分析法分析桩加固边坡的稳定性
机译:基于桩土相互作用的一排桩稳定的边坡分析。
机译:钢筋混凝土截面高级建模的水平荷载群分析方法
机译:一排稳定桩加固边坡的运动极限分析